Interference Effect of Closely Spaced Footings Resting on Granular Fill over Soft Clay-Reference-Cited by-同舟云学术

Interference Effect of Closely Spaced Footings Resting on Granular Fill over Soft Clay

Published:2019-01 Issue:1 Volume:19 Page:04018181
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Saha Roy Subinay¹,Deb Kousik²

Affiliation:

1. Assistant Professor, Faculty of Technology, Uttar Banga Krishi Viswavidyalaya, Cooch Behar, India 736165; Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, India 721302.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, India 721302 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001324

Reference53 articles.

1. An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand

2. Plate Load Tests on Cemented Soil Layers Overlaying Weaker Soil

3. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand

4. Influence of geosynthetic encasement on the performance of stone columns floating in soft clay

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